WeldGuard
All joints

J-4080

repairRepair
Line
LN-12
Station
2448+00
Weld date
2026-06-14
Spec
24" × 0.375"

34.28880, -104.63480

No open cross-check alerts on this joint.

Welder passes

  1. RootWorking side
    Brent Kessler RC-540

    Jun 14, 2026, 8:35 AM · logged by C. Ramirez (Survey)

    WPS-1104-DH-01 Rev 2SMAW downhill 5G / 6GE6010 / E8010-G

    6–36 in OD · wall 0.188–0.75 in · hardness 248 HV10 max

  2. RootDitch side
    Odell Rains RC-121

    Jun 14, 2026, 8:35 AM · logged by C. Ramirez (Survey)

    WPS-1104-DH-01 Rev 2SMAW downhill 5G / 6GE6010 / E8010-G

    6–36 in OD · wall 0.188–0.75 in · hardness 248 HV10 max

  3. Hot PassWorking side
    Travis Nolan RC-307

    Jun 14, 2026, 9:10 AM · logged by C. Ramirez (Survey)

    WPS-1104-DH-01 Rev 2SMAW downhill 5G / 6GE6010 / E8010-G

    6–36 in OD · wall 0.188–0.75 in · hardness 248 HV10 max

  4. Hot PassDitch side
    Ty Maldonado RC-552

    Jun 14, 2026, 9:10 AM · logged by C. Ramirez (Survey)

    WPS-1104-TI-11 Rev 1SMAW uphill 6G (fixed)E6010 / E7018-H4

    4–36 in OD · wall 0.188–0.75 in · hardness 235 HV10 max

  5. FillWorking side
    Ronnie Pace RC-547

    Jun 14, 2026, 9:45 AM · logged by C. Ramirez (Survey)

    WPS-1104-DH-01 Rev 2SMAW downhill 5G / 6GE6010 / E8010-G

    6–36 in OD · wall 0.188–0.75 in · hardness 248 HV10 max

  6. FillDitch side
    Kelly Boudreaux RC-350

    Jun 14, 2026, 9:45 AM · logged by C. Ramirez (Survey)

    WPS-1104-TI-11 Rev 1SMAW uphill 6G (fixed)E6010 / E7018-H4

    4–36 in OD · wall 0.188–0.75 in · hardness 235 HV10 max

  7. CapDitch side
    Shane Bergeron RC-181

    Jun 14, 2026, 10:20 AM · logged by C. Ramirez (Survey)

    WPS-1104-DH-01 Rev 2SMAW downhill 5G / 6GE6010 / E8010-G

    6–36 in OD · wall 0.188–0.75 in · hardness 248 HV10 max

  8. CapWorking side
    Ronnie Pace RC-547

    Jun 14, 2026, 10:20 AM · logged by C. Ramirez (Survey)

    WPS-1104-DH-01 Rev 2SMAW downhill 5G / 6GE6010 / E8010-G

    6–36 in OD · wall 0.188–0.75 in · hardness 248 HV10 max

  9. RepairWorking side
    Ronnie Pace RC-547

    Jun 14, 2026, 10:30 AM · logged by C. Ramirez (Survey)

    WPS-1104-DH-01 Rev 2SMAW downhill 5G / 6GE6010 / E8010-G

    6–36 in OD · wall 0.188–0.75 in · hardness 248 HV10 max

NDT results

  • RTRepair

    Jun 14, 2026, 8:00 PM · D. Halloran (ASNT II)

    Material lamination in pipe body (mill defect, not charged)

    Not charged to a welder.

    Repairable indication — grind and re-weld authorized.

    RT film map — clock position2 indications
    12123456789101112
    • SISlag inclusion12:2912:34 · 0.53" · d 0.03"SI exceeds API 1104 acceptance limits — charged for re-work.
    • LCLow cap5:175:20 · 0.34" · d 0.01"Call varies by inspectorWithin acceptance limits.
    Call disputedUnder review7/27/2026

    Kyle Bassett (Contractor QC)Crew disputes the low cap call — cap reinforcement measured within API 1104 limits on the ditch side. Requesting Level III film review.

    Escalated to NDT Level III · Curtis Vandergriff (NDT Level III (RT/UT))

Visual inspection (CWI)

  • Final visualAcceptHector SalasJun 14, 2026, 1:32 PM

    API 1104

Coating inspection

No coating inspection recorded for this joint.